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10039,�.�w• bee. Deiow Tor Irinance Iieven:ue. Codes. C&tyl 4 5 ENCROACHMENT PERMIT ' FM OF° PUBLIC WORKS CONSTRUCTION For -the construction of public orprivate-curbs;'ddveways, pavements, sidewalks, paining -Ibis; seweis, water mains andoth& like public works Improvements in connection with MINOR. IMPROVEMENTS and APPROVED SUBDIVISIONS. Subdivision ImprovementPermit- Class III Minor. Improvement Permit - Class IV DATE: . 6/28/2010 LOCATION -0F CONSTRUCTION: La Quanta. Village Shopping Center; SDP 2007-879; PM2.7984, Par7; NW Corner of Washington St & Calle Tampico PURPOSE OF CONSTRUCTION: Precise Grading and PM -10 DESCRIPTION OF CONSTRUCTION: Plan Set No. 10021 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 1002.1 APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/1/2010 ESTIMATED CONSTRUCTION COST: `530;520 permanent resurfacing and/or replacing improvements) COMMENTS: TIME OF COMPLETION; 1/30/2011 (Including removal of all obstruction, matedals;.and'debris, backfilling; compaction and placing In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify; defend. and save the City, its authorized agents, officers,, representatives and employees, har\,sfr��eand all penalties, liabilities or loss resulting. from claims or court action and arising out.of any accident, loproperty happening. or occunng as a pro)dmate resultof any work undertaken under.theapermit granted pt Notify the Administrative Authority at.least twenty-four (24) hours in advance of the time when work will be started 7097. To submit an inspection request; leave a message on the Inspection Request Hotline at`(760)�777-7097 prior - .M. at least twenty-four (24) hours prior to the anticipated inspection. ,. sy Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations f the C of La Quanta and to.pay for any additional replacement necessary as the result.of this work'. X S gnature of Applicant or Agent The Foundation Group - Dana MacKay 3857'Birch.St. #496; Newport Beach, CA 92660 714-764 7664-------- ----- _.:-_. Name of Applicant. Business Address:. Telephone No Primus Contracting Group, Inca --Fred East 75-110 St. Charles Place #13, Palm Desert, CA 922.11. 760-341-4404 Name of Contractor and Job.Foreman . Business Address Telephone No. 814726. 0004172 Contractor's License Number City.Business License No The Charter Oak Fire Insurance Company DTC080466189 Applicant's Insurance Company Policy.Number, FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs PERMIT 1003:9. i Finance Revenue Code .NUMBER: i Inspection Fee E_1 916.00 I DATE ISSUED: Permit Fee E_1. 100.00 EXP LATJO\N DATE: I As -Built Deposit E-A BY: C i 1 000.00 Cash Deposit -Surety -Bond, - f_B if required 0.00 I i +.. I WORK INSPECTED BY': e%G!/ , I ; PERMIT COMPLETION. DATE':: -0V`11 ITOTAL2 i 016.00 If the work is.covered by a Subdivision Improvement Agreement, Subdivider i _ shall request final acceptance of improvements. from the City Council. . a,{��,• See below for Finance Revenue Codes ENCROACHMENT PERMIT ncPUBLIC WORKS CONSTRUCTION For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. FILE COPY Subdivision Improvement Permit - Class III Minor Improvement Permit - Class IV DATE: .6/28/2010 LOCATION OF CONSTRUCTION: La Quinta Village Shopping Center; SDP 2007-879; PM27984, Par7; NW Corner of Washington St & Calle Tampico PURPOSE OF CONSTRUCTION: Precise Grading and PM -10 DESCRIPTION OF CONSTRUCTION: Plan Set No. 10021 DIMENSION OF INSTALLATION OR REMOVAL: See Plan Set No. 10021 APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/11/2010 TIME OF COMPLETION: 0 011 C ESTIMATED CONSTRUCTION COST: $30,520 (Including removal of all obstruction, mated s, an ebrifillin co tion and placing C-. permanent resurfacing and/or replacing improvements) � �., r!%� COMMENTS.��`� In consideration of the granting of this permit, the applicant hereby agrees to: Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and aga' st and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to perso s or property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this appli tion. Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777- 7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at least twenty-four (24) hours prior to the anticipated inspection. Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of La Quinta and to pay for any additional replacement necessary as the result of this work. X. Signature of Applicant or Agent The Foundation Group - Dana MacKay 3857 Birch St. #496, Newport Beach, CA 92660 714-7544564 Name of Applicant Business Address Telephone No Primus Contracting Group, Inc. - Fred East Name of Contractor and Job Foreman 814726 Contractor's License Number The Charter Oak Fire Insurance C Applicant's Insurance Company FEES Subdivision Improvement Permit - Class I Minor Improvement Permit - Class I 75-110 St. Charles Place #13, Palm Desert, CA 92211 760-341-4404 Business Address Telephone No. Finance Revenue Code Inspection Fee EE=1 $916.00 Permit Fee E_1 $100.00 As -Built Deposit E-A $1,000.00 Cash Deposit -Surety Bond, . EB 0.00 i if required TOTAL $2,016.00 0004172 City Business License No DTC080466189 Policy Number Public Improvements: 3% of estimated construction costs Private Improvements: 3% of estimated construction costs PERMIT NUMBER: 10039 DATE ISSUED: EXPIWION ATE: @a6z BY: WORK INSPECTED BY*: PERMIT COMPLETION DATE*: If the work is covered by a Subdivision Improvement Agreement, Subdivider shall request final acceptance of improvements from the City Council. v 5 -w OF TNS • -Date: June20Q Tract No: APN 7701 Vicinity-70cel #7 -- P .I LPUBLIC WORKS DEPARTMENT APPLICATION FOR PERMIT iect Name: 4. Purpose. of Construction (i.e.: Rough. Grading, Offsite Street, etc) Rough &''Firlish-Gradilg, Sidewalks.&Landscape/Irrigation Approximate Construction Start Date: July,20t10 Approximate Construction Completion Date: Janna 302®11 Estimated Construction Cost: $ K ps2 t7 Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and - placing permanent resurfacirig and or replacing improvements ►A COPY OF.THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED Ch1 ^ler Applicant or Contractor General Liabili Insurance Corn ny, �y+�� App'licarit or Contractor General Liability Insurance Policy Number: y �Office Use Only: Office Use Only: Inspection Fee: n Assigned Permit Number:' Permit Fee:, ( Q Approval Date:o - As-BuiltExpiration 4 Deposit: u O L-) Date: Dust Control Issue Deposit: Date: Credit' . . 'Amount; 'T Administrative Authority`. TOTAL FEE DUE: ,�.. nve ec Is s - orms pp Ica Ions Application for verqjit pos e. 672b -UV 0 4 3 a PRIMCON-01 ELTH CERTIFICATE OF LIABILITY INSURANCE DDN DATE11111/22009009(MM/Y) PRODUCER (801) 288-1600 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dale Barton Agency 1100 East 6600 South Suite 400 Salt Lake City, LIT 841 21-741 8 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. TYPE OF INSURANCE POLICY NUMBER INSURERS AFFORDING COVERAGE NAIC # INSURED Primus Contracting Group, Inc. INSUREPA: The Charter Oak Fire Insurance Company 209 Commerce Drive, Unit 2 Fort Collins, CO 80524 INSURER B. Travelers Property Casualty Company of A INSURER C: INSURER D: INSURER E: EACH OCCURRENCE $ 1,000,000 LK��:t/��y THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FORTH E POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD'L NSR0 TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE D MM! D POLICY EXPIRATION TE (MMIDDIYYYYI LIMITS REPRESENTATIVES. AUTHORIZED REPRESENTATIVE GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE a OCCUR DTCO8046B189 COF 09 10/112009 1011/2010 DAMAGE TO RENTED PREMISES Ea occurence $ 300,000 MED EXP (Any one person) $ 6,000 X Independent Contractors PERSONAL &ADV INJURY $ 1,000,000 X Explosion, Collapse, Undc GENERAL AGGREGATE $ 2,000,000 CEN'L ACCRECATE LIMIT APPLIES r ER: PRODUCTS - COMP/Or ACO $ 2,000,000 PRO - POLICY M ECT LOC B AUTOMOBILE X LIABILITY ANY AUTO BA8046B189 09 CNS 10/112009 1011!2010 COMBINED SINGLE LIMIT $ 1 �QQQ�QQQ (Ea accident) BODILY INJURY $ (Per person) ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANY AUTO . AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ AGGREGATE $ OCCUR EICLAIMS MADE $ DEDUCTIBLE $ RETENTION $ WORKERS COMPENSATIONWC STA OTH- AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ (Mandatory In NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS Bidding Purposes Exception to the 30 Days cancellation notice: 10 days notice of cancellation for non-payment of premium. 1111112009- "THIS CERTIFICATE OF INSURANCE AMENDS AND SUPERSEDES PREVIOUS CERTIFICATE DATED 09130/2009 ISSUED TO SAME" CERTIFICATE HOLDER i,.amr 1 I ATInrJ HCUHU za (zu0y/U1) O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN Primus Contracting Group, Inc. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURETODOSOSHALL 209 Commerce Drive Suite 2 Fort Collins, CO 80524- IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE HCUHU za (zu0y/U1) O 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD PRIMCON-01 ELTH IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER This Certificate of Insurance does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2009101) PRIMUS CONTRACTING GROUP, INC. Retail Shops @ La Quinta Village DIVISION 2 -- SITEWORK from Construction Notes Subcontractor Quantitv Unit Price Price #1 3" of AC Pavement over 4.5' Class II Base Onyx Paving 78 6.25 488 #2 & #13 Sawcut & Remove of AC Paving, Curb and Ramp and Clear and Grub existing sod from site James Rue LS LS 2,635 #3 Construct 6" curb per standard # 210 Westcon 165 10.71 1,767 #4 Handicap Access Ramp Westcon 1 575 575 #5 & #6 & #23 ADA Stripping and Symbol / Hairpin Stripping for parking spaces & ADA Signage Onyx Paving LS LS 600 #7 Concrete Wheel Stop Onyx Paving 3 50.00 150 #8 4" thick Concrete Sidewalk per standard #240 Westcon 1860 3.00 5,580 #9 & #10 Roof Drains thru curb face World Plumbing 2 250.00 500 #12 Protect in Place (water valve) Primus 1 NC #14 12" Step -Off @ curb Westcon 52 11.73 610 #15 Building Steps w/ 6" - 7" risers Westcon 264 28.08 7,413 #16 Two (2) 4" core into existing storm drain Primus 2 85.00 170 #17 ADA Handrails Tri City Steel 12 20.00 240 #18 Stair handrails Tri City Steel 22 24.00 528 #19 Deepened Footing -- 0" -- 2'-- PART OF BUILDING COST -- NOT SITE WORK DCCC NA NA #20 & 21 8" Curb and 8" - 6" transition Westcon 20 10.70 214 #22 Water meter box to Grade Primus 1 NC #23 See Above -- with #'s 5 & 6 1 of 1 7/14/2010 RECEIVED JUL 14 2010 Deve;oAtr.ent Services i BLS CONTRACTING GROUP, INC. Retail Shops @ La Quinta Village DIVISION 2 -- SITEWORK from Construction Notes Subcontractor Quantity Unit Price Price #1 3" of AC Pavement over 4.5' Class II Base Onyx Paving 78 6.25 488 #2 & #13 Sawcut & Remove of AC Paving, Curb and Ramp and Clear and Grub existing sod from site James Rue LS LS 2,635 #3 Construct 6" curb per standard # 210 Westcon 165 10.71 1,767 #4 Handicap Access Ramp Westcon 1 575 575 #5 & #6 & #23 ADA Stripping and Symbol / Hairpin Stripping for parking spaces & ADA Signage Onyx Paving LS LS 600 #7 Concrete Wheel Stop Onyx Paving 3 50.00 150 #8 4" thick Concrete Sidewalk per standard #240 Westcon 1860 3.00 5,580 #9 & #10 Roof Drains thru curb face World Plumbing 2 250.00 500 #12 Protect in Place (water valve) Primus 1 NC #14 12" Step -Off @ curb Westcon 52 11.73 610 #15 Building Steps w/ 6" - 7" risers Westcon 264 28.08 7,413 #16 Two (2) 4" core into existing storm drain Primus 2 85.00 170 #17 ADA Handrails Tri City Steel 12 20.00 240 #18 Stair handrails Tri City Steel 22 24.00 528 #19 Deepened Footing -- 0" -- 2'-- PART OF BUILDING COST -- NOT SITE WORK DCCC NA NA #20 & 21 8" Curb and 8" - 6" transition Westcon 20 10.70 214 #22 Water meter box to Grade Primus 1 NC #23 See Above -- with #'s 5 & 6 Grading / Over -Ex & Recompaction James Rue 1 9050.00 9,050 TOTAL 30,520 1 of 1 7/14/2010 James O. Rue Construction Co., Inc. Grading Contractors PO Box 13810, Palm Desert, CA 92255 Ofc:760-200-8717 Fax: 760-200-8727 CA License# 516895 AZ/ ROC237120 PROPOSAL Date: 4/5/2010 To: Primus Contracting Group 75-110 St. Charles PI. Suite # 13 Palm Desert CA. 92211 760-341-4404 Fax 1-760-341-4824 Attn, Fred East Project: La Quinta Village Building Non prevailing Wage Scope of Work Proposed: James 0. Rue Construction Co., Inc. agrees to furnish all labor, material, equipment and supervision in the execution of the following scope of work. The work will be done in a prompt and efficient manner and in accordance with the approved plans and specifications. # Description Quantity' Unit Price Amount 1 Mobilization 3 ea 700 $ 2,100.00 2 Demo and Clearing, sod, curb and asphalt per plan 1 Is 2635 $ 2,635.00 3 Rough grade and over excavation VAppth with overbuild 1 Is 3900 $• 3,900.00 4 Import/ Export (100 cubic yards +/- )vdither or 1 Is 750 $ 750.00 5 Finish, pad, curbgrade ,subgrade with compaction. 1 Is 4300 $ 4,300.00 Includes 2 track out plates for project duration. @ no charge. $ - $ - $ - I otal Amount Construction Notes: 1 Bid includes listed items & Onsite work only. 2 Bid excludes: Soil testing, engineering, inspections, permit fees, construction water costs, over -excavation in streets, utility removal, relocation, and adjustment, structural excavation and backfill, retaining wall and block wall over -excavation. 3 Bid based on unapproved plans. Bid may be revised upon receipt of approved plans. 4 Bid based on three moves,flatwork, curbgrade,subgrade to be certified to +/- 0.1 ft. prior to move out. Streets/subgrade/to be cut per plan. 5 Bid firm thru 6-31-10 6 Owner to provide source for sufficient supply of pressurized construction water at construction site boundary. 7 This proposal includes dust control exclusively in our areas of operation. 8 Over -excavation quantity based on 3 ft below existing or pad grade whichever is lower. 9 Over -excavation limits are:, 5 ft outside building envelope only. 10 Pads to be graded flat with no swales. No SWPPP or Pm 10 measures included. 11 Bid includes import to 100 cubic yards/ or export up to 100 yards from our pit locally. 12 This proposal Excludes clean up of other trades or any Subsurface debris or Hazerdous wastes. 13 Weather conditions may influence time schedules.Does not include Wrap insurance. James O. Rue Construction Co., Inc. Noble Mandeville $ 13,685.00 —�Z 00o >,r a� 5/12/2009 ATTACHMENT NO.2 LA QUINTA VILLAGE prepared for PRIMUS CONTRACTING GROUP, INC. e 1 conSTRUC onon Item Description Quantity Unit Unit Price Total 6" Curb Per City of LQ #210 165 If $ 10.71 $ 1,767.15 Sidewalk Per City of LQ #240 1860 sf $ 3.00 $ 5,580.00 Access Ramp Per Detail 4 on Pg. 4 of 6 1 ea $ 575.00 $ 575.00 Stairs Per Detail 15 on Pg. 4 of 6 264 If $ 28.08 $ 7,413.12 IStep Outs Per Detail 14 on P . 4 of 6' 52 If $ 11.73 $ 609.96 TOTAL BID PRICE $, 15,945.23 PAYMENT 1 of 1 Revised: 5/13/2009 @ 2:33 PM . City of La Quinta The following General and Special Provisions are attached to and made a part of Permit Number 10039 The following shall always apply: ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work. TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled, or broken during the term of this contract or if the pavement is marred,'City of La Quinta shall request that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above. PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation. CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains shall be kept free of debris at all times for proper drainage. RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill. DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary. CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time, permittee shall contact this office to obtain the necessary permission. SPECIAL PROVISIONS The following shall aap/v when indicated: ® R1 NOTIFICATION: Permittee shall be notified. the City at (760) 777 = 7097 at least forty-eight hours (48) in advance of starting construction. ® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the permittee. ® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the proposed work site. The permittee shall notify all concerned utility companies of the proposed work. ❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced with (*` N/A ") inches of A.C. paving placed on ( " N/A ") inches of ( " N/A ") aggregate sub -base course having an "R" value of not less than ( " N/A ") and in conformance with the City of La Quinta Road Improvement Standards and Specifications, Ordinance #461. ® R5 PARKWAY GRADING: Area between 'the property line and top of the proposed concrete curb shall be. graded to a slope of one-fourth inch ('W) to one foot (1'). ❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by a licensed engineer. ❑ R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter (" N/A ") feet shall be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207. ❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property line and the existing road paving shall be two and a half inches (2 ''Y2") of A.C. paving on (" N/A ") of class ("` N/A " ) aggregate base. ® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all times. ❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the manufacturer's specifications. City.of La Quinta ® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La Quinta forces to preclude delay or interference with State or City of La Quinta projects. ® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly, replaced by a licensed civil engineer or surveyor at the -expense of the permittee. A complete set of notes showing the ties to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified upon completion or replacement of all survey monuments for proper clearance. ® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected. ® R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction material is actually on the work site. ® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced by an approved sand or gravel. ❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway. ❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not. more than fifty percent (50%) of the total depth of the trench before flooding or a maximum of five feet (5') lifts where trenches are of excessive depths. Care is to be exercised that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuos. ❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one - thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line. One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State of California, dated January 1973. ® R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting of two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no case shall the placement of the temporary pavement exceed a five (5) day limit. ® R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La Quinta Standard 600 shall be placed no later than ( 5 ) days after completion of temporary road repair. ❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as determined by the City Engineer. ® R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon completion of permanent repairs. ® R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location. Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate signs, flagmen and or barricades shall be provided to protect the traveling public at all times. Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or equivalent tot the surrounding ground, whichever, is the greater compaction as determined by the impact or field method. Compaction tests shall comply with Section 6.3.01 of, the Standard Specifications, Division of Highways, State of California, dated January 1973. ►F1 3. 9 5 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico In addition to the standard permit conditions, the following shall apply: Pursuant to Section 14.16.320 of the La Quinta Municipal Code.(Ordinance 10 § 1 (part), 1982), all work shall be performed in accordance with the latest edition of the Standard Specifications For Public Works Construction'(SSPWC) and as directed by and to the satisfaction of the City Engineer. This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the actual work performed. The Foundation Group (Dana MacKay) and Primus Contracting Group (Fred East), hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more frequently, if required. The permittee shall submit inspection requests by calling the City. Inspection Hotline at (760) 777-7097 before 1.:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection. 6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of equipment within one-half mile of human occupancy shall be performed only during the following time periods: October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m. Saturday 8:00 a.m. to 5:00 p.m. May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m. Saturday 8:00 a.m. to 5:00 p.m. Work shall be prohibited on legal holidays and Sundays. Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial street (ie any 4 lane street) before 8:30 a.m. nor after 4:30 p.m. 7. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact the City Traffic Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be altered in any way. 8. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be determined to be placed according to the city approved plans. Special Conditions Page l of 8 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico. . 9. The permittee and/or contractor shall provide surveyor staking information adequate for the City Inspector to determine horizontal and vertical locations relative to the approved city plans. The minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall state the horizontal location relative to building corner and the elevation of the top of hub next to the lath. 10. Building areas should be overexcavated to a depth of at least 6 feet (see plans) below existing grade or X feet (see plans) below the bottom of the footings, whichever is deeper. The exposed surface should be scarified, moisture conditioned, and compacted so that a minimum of 90 percent relative compaction is attained. Once deleterious materials are removed, the native material may be placed as controlled compacted fill. Overexcavation should be observed by a representative of the Geotechnical Engineer of Record and compaction should be verified by testing. Any deviations from this permit, soils report, or grading plan must be approved by the City Engineer prior to the construction of the deviations. 11. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance ' 10 § 1 (part), 1982), Permittee shall assume responsibility for repair of any pavement damage to any public or private street and for any damage to other City streets or facilities as a result of work performed under this permit. 12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start of construction, a letter from any owners of the driveways/access ways that will be closed down due to the construction. The letter must be approved by the. city and at minimum state from the. owner the following: A. Approval of the construction B. Plan identification C. Time Frame of Closure D. Alternative Routes 13. Any land on which Williamson Act.contracts apply shall remain undisturbed. 14. The permittee shall place temporary no parking signs along the parking area affected by the construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and removed immediately after the construction completion date. 15.. The Foundation Group (Dana MacKay) and Primus Contracting Group (Fred East), hereinafter, hereinafter referred to as "Permittee", shall be responsible for providing continuous dust and erosion control. The following Fugitive Dust Control. rules shall apply during soil import/export activities: a. A valid grading permit shall be active at both the import and export site b.. The import/export material during hauling shall be near 70% optimum moisture content. c. Street cleaning shall occur, as necessary, at import and export location. d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped. e. The haul route shall be attached to this permit or a City approved plan. Special Conditions Page 2 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading & PM -10 / SDP 20.07-879; Northwest Corner of Washington St and Calle Tampico 16. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), advance warning signs and traffic control shall be installed and maintained in accordance with the latest edition of the Work Area Traffic Control Handbook (WATCH Manual) and the latest version of the California Manual of Uniform Traffic Control Devices (MUTCD). A traffic control plan shall be prepared in accordance with the WATCH Manual or under the guidance of the latest version of the. MUTCD and submitted to the City for review and approval prior to starting any construction. It. shall be the Permittee's responsibility to appropriately detour and. barricade all construction sites. Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), street closures shall not be permitted. A minimum. of two (2) travel lanes of paved surface shall be maintained at all times. 17. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422- 4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated excavation which impact City facilities, including but not limited to traffic signal conduits and loops, irrigation lines, electrical conduits, and storm drain facilities. 18. Should additional work, materials, or modifications of the work be required in order to meet City standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the City of La Quinta. 19. The City of La Quinta reserves the right to require modifications of the work be made at permittee's sole cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design of Highways and Streets, 5`I' Edition" or latest, in the installation of all appurtenances abutting and within the public street right-of-way. 20. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number.. If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the Public Works inspector may halt grading operations until the inadequate soil has either been removed or the Public Works Director authorizes grading to continue. The above testing or observations does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Prior to the city issuing xbuilding permit, the permittee's Geotechnical Engineer of Record shall submit a certified letter indicating that the grading has been completed per the approved plan. A compaction report on all fill is required following pad certification and prior to building permit issuance. Special Conditions Page 3 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico 21. The permittee shall.be responsible for -calling the city inspector to arrange the city inspector to observe random trench compaction testing performed by a city approved material testing firm. If the inspector's phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's phone number. The inspector shall determine the number and location of the test location/s. The above testing does not relieve the permittee's responsibility for future repairs due to settlement at and near the locations of the work area. Materials testing must be performed under direct supervision of a California Registered Civil Engineer. 22. The issuance of this permit and the City approval of the related construction improvement plans do not provide a vested entitlement for all design parameters that may have been utilized for the plans. As such, plans approved for this permit may be "at risk" for further modifications as it relates to any follow up improvement plan requirements as required by the city or existing errors & omissions by the architect or engineer of record. 23. This permit is not valid until thepermittee submits, to the Public Works Department 2 weeks prior to start of construction, the. name of the City approved contractor, who shall submit to the City the following items: a. General Liability Insurance Company and Policy Number b. City Business License c. Contractors State License Number 24. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the. amounts provided in Engineering Bulletin 97-04. This insurance shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy shall name the City as an additional insured. 25. The permittee shall not encroach upon private property without prior written approval (submit to the Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is being encroached upon. 26. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved roadway. The traffic lane must be located within the existing RAV with the following requirements: a. Class II Base with a minimum depth of 2" b. A 6 inch thick subgrade layer compacted to 95% based on ASTM D1557 c. An unobstructed travel width of 10 feet. d. In addition; a minimum of 5 feet clearance from open trenches. e. A minimum of 2 feet from vertical obstructions like curbs. f. Maximum speed of 25 mph 27.. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site. Special Conditions Page 4 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico 28. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an archaeological observer for the site excavations within native undisturbed soils. A copy of the contract must be submitted to the Public Works Department and attention this to the Assistant Engineer II. If the archaeologist determines the site note to be required to be observed, please submit a letter signed by the archaeologist stating their determination. 29. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the Public Works Department, a traffic control plan for review and approval prior to start of construction or parking on the paved R/W. 30. The permittee is required to provide an informative message board (approved by the City Engineer) informing the commuters using the affected roadways of possible traffic delays, time of construction, and if possible alternate routes. The message board shall be provided for the commuters 48 hours prior to the start of traffic delays. 31. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3 p.m. Traffic control shall be set up after 9 a.m..and removed before 3 p.m. The Permittee sha11 contact the Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at the intersection is to be altered in any way. r-- - - - - - - - - - -- - i I 32. As shown on the sketch to the left, a minimum distance of 18 feet between the surface and power lines must be kept at all time. 33. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),. backfill compaction within street rights-of-way shall conform to Section 306-1.3 of the latest edition of the Standard Specifications for Public Works Construction (SSPWC), except as otherwise specified. herein. Native material may be used as backfill material provided that minimum compaction, achieved in the manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times during backfill operations. Backfill compaction shall be achieved by the following conditions: Special Conditions Page 5 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center/ Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington.St and Calle Tampico A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such material shall be removed to the limits directed by the Geotechnical Inspector and/or the City Inspector and the resulting excavation backfilled with pipe bedding material. B. Backfill materials shall be brought to or maintained at appropriate moisture content for compaction.. The appropriate moisture content range shall be established at the onset of the project and ensured prior to use of the materials through progress testing on the stockpiles. C. The first length of trench backfilled shall be backfilled in the presence of the City Inspector. Compaction shall be tested at random depths at approximate three-foot vertical intervals as backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth of lift that can be compacted. D. 'If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory completion of this portion of trench,. the City Inspector shall establish the maximum lift thickness to be compacted for the remainder of the project. E. In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of backfill, per 300 linear feet of open trench, at randomly selected locations.within the open length of trench. F. The depth of the randomly selected compaction tests shall also be randomly selected except that where multiple tests are required in a given length of trench, the tests shall be no closer than three feet (vertically) from each other. G. If any compaction test fails; previously placed backfill (in the same length of open trench or previous lengths of trench) which is represented by the failing test (as determined by the City Inspector), shall be tested for compliance with compaction requirements. H. All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test results shall be furnished to the City Inspector. 34. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if within the existing travel way, at the end of every workday as directed by and to the satisfaction of the City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight, however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length, open overnight at a point where construction will begin the next day, provided that this length of trench is completely covered by steel plating. 35. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its original condition. Special Conditions Page 6 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center [Precise Grading & PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico 36. Access and egress to all local properties shall be maintained at all times. 37. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), permanent pavement replacement shall be completed no later than seven (7) days after the completion of the work. Permanent pavement replacement shall conform to the following conditions: A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall be straight and clean. B. .Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 and 200=2.4 of the Standard Specifications for Public Works Construction. The replaced pavement and base material shall be compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench. Verify exact structural replacement section thicknesses with the City prior to installation. C. Permanent pavement replacement shall be installed using a City approved 3/" max medium asphalt concrete as the base course lift, and a City approved Y2" max medium finish course lift for capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay - The existing pavement which was properly protected in place during the trenching operation. located adjacent to the trench saw cut shall be cold -milled to a depth of 0.10 feet with butt joint created next to the existing unmilled pavement surface. The cold -milled area and base asphalt concrete in the trench area, shall be overlaid with a City approved C2=AR-4000 asphalt concrete mix. The width of the cold milling area shall be as follows: For longitudinal trenches. located in a parking lane: three (3) feet outside the sawcut removal lines. For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal lines, or to the lane line striping, whichever is greater. For transverse trenches across existing street: two (2) feet outside the sawcut removal lines. E. If grinding and capping operations are not performed in the same day as base paving operations, the base 'course lift of 3/" max medium asphalt concrete shall be installed from saw -cut edge to saw -cut edge flush with the existing street surface. The base course lift of paving shall not be left 0.10' low in anticipation of grinding and capping. F. Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer. Affected traffic signal loops shall be removed and replaced in kind. The finished pavement surface shall be smooth, consistent, and shall conform to the surrounding grades. Special Conditions Page 7 of 8 PERMIT NO. 10039 La Quinta Village Shopping Center / Precise Grading &.' PM -10 / SDP 2007-879; Northwest Corner of Washington St and Calle Tampico 38. Permittee shall permanently stabilize any and all soil that was disturbed as a.result of work performed under this permit with an approved dust control treatment. Soil stabilization shall be done immediately after completing the operation. 39. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants permission to use the street to deliver street construction materials and/or equipment. 40. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. 41. The permittee shall indemnify, hold harmless and assume.the defense of the City from all damages, delay costs, costs or expenses in law or equity that may arise out of work under this permit. 42. If it is the intent of the permittee. to cut the pavement and have it restored by a third party; the permittee shall postpone cutting the pavement until the intended third party has acquired a permit from the City to perform the required restoration work. Special Conditions . Page 8 of 8 Applied EarthWorks August 2, 2010 Mr. Dana Mackay TFG-LQV LLC 3857 Birch Street, Suite 496 Newport Beach, CA 92660 3292 E. Florida Avenue Suite A Hemet, CA 92544-4941 (951)766-2000 FAX (951) 766-0020 Re: Cultural Resources Monitoring for the La Quinta Village Retail Project in La Quinta, Riverside County, California Dear Mr. Mackay, Applied EarthWorks, Inc. (k) is pleased to submit this scope of work for cultural resources monitoring during ground -disturbing activities associated with the La Quints Village Retail Project in La Quinta, Riverside County, California. Specifically, this scope of work includes the following tasks: AE will complete an archaeological literature and records search at the Eastern Information Center, housed at the University of California, Riverside. For purposes of this project, this search will encompass a one -mile radius of the proposed project area. • lE will provide a qualified archaeologist to monitor ground -disturbing activities associated with construction of the project for approximately one day. At the completion of ground disturbing activities, AE will prepare a brief report, to California Environmental Quality Act (CEQA) standards, describing the results of cultural resources monitoring efforts associated with the Project. Cultural resources monitoring will be billed on a time and materials basis. lE requests at least 48 hours notice from Primus Contracting Group, Inc. for cultural resources monitoring. A cost estimate to complete the archaeological literature search, conduct the cultural resources monitoring, and prepare the cultural resources report is attached. It should be noted that this scope does not include costs for data recovery, consultation regarding any discoveries, salvage excavation, or other site treatment for any cultural resources which may be found during this monitoring. Please do not hesitate to call me at (951) 766-2000 if you have questions or require additional information. We look forward to working with you on this project. Sincerely, um &�� for Susan K. Goldberg, Vice President Applied EarthWorks, Inc. Acc e for TFG-LQV LLC by: dLZ ��y Date: -6�-Z1 G 4Gf +� 4E 0 G #11 O -t March 31, 2010 Mr., Dan Almquist The Foundation Group 3857 Birch Street, Ste. 496 Newport Beach, CA 92660 Subject: Response to City of La Quinta Markup of Geotechnical Report Proposed Retail Center - Washington Street &Calle Tampico, La Quinta, California Heider Engineering Services, Inc. Project No.: 060191 Reference: 1. Geotechnical Report,. Retail Center -Washington Street & Calle Tampico, La Quinta, CA, prepared by Heider Engineering Services, Inc., Proj. No. 060191, dated April 23, 2007. 2. Settlement Evaluation prepared by Heider Engineering Services, Inc., dated August 12, 2009. (copy attached for reference) .3. Markup of Geotechnical Report by City of La Quinta. (copy attached for reference. Dear Mr. Almquist, We have reviewed the above documents and are providing the following response to the city of La Quinta markups of Reference Report No. 1, above. •. Page 9, Consolidation Test — The water was added to the test apparatus at a load of 2200 psf to create a submerged condition and to measure the collapse potential (hydroconsolidation) of the sample. • Page 15, Removal and Recompaction — The recommended overexcavation was changed to 6.0 feet below existing grade, approximately 4.5 feet below foundation bottom. Refer to Reference No. 2, above. • Page 24, Bearing Capacity and Settlement —The: width of the foundations will be determined by the structural:enryineer Our recommendations provide for an increase:i t the allowable . bearmq value for design of 20% for. each additional foot of depth and/or foot of width to a ��: v of up to 3.0 times the designated allowdble bearing value. See also Reference No. 2;.. �"atiove. • Boring Log notations about N -Values - single digits and collapse at 94 pcf to 96 pcf.- In review of the exploratory boring log data, along with the laboratory test results, it is our opinion that the collapse potential obtained during our original investigation is reasonable for the in-place density and moisture. In addition, the measured collapse potential is typically higher than actual conditions due to sample disturbance, which can attribute about 0.5 to 1.0% of the total measured collapse. Therefore, it is our opinion that the revised recommended removals are adequate for the proposed project. If you have any qu or need additional information, please contact u convenience. Qao> Ess°pN,� O p.ROFES N W. N a Respectfully subm' d;cc cQ 792 Exp.lt 473 9 ary R. Go C Qy * Dennis W. Heider, R Exp. 12/31/2o11 Princi eote hnical E j IFCN�I�G ��/ Principal Engineer U'J, �TFOFraUFOP- 9�F C1VIL FAX: (909) 673-0272 800-A 'South Rochester Ave., Ontario CA 91761-8171